Bridge Statistics for Shartlesville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 4646,  Location: 1 MI.W.OF SHARTLESVILLE (Lat: 40.512203,  Lng: -76.126647),  Route carried "on" structure: Interstate 78,  Year Built: 1954,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 36,296 (year 2022),  Truck Traffic: 35%,  Average Future Daily Traffic: 44,209 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NORTHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.976,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 465,  Location: 2 MI.E.OF SHARTLESVILLE (Lat: 40.527094,  Lng: -76.078042),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 160 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 181 (year 2032),  Design Load: HS 20,  Features Intersected: SR 78 (LR141),  Facility Carried by Structure: SR4047(MILL RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4653,  Location: 3 MI.E.OF SHARTLESVILLE (Lat: 40.535800,  Lng: -76.054575),  Route carried "on" structure: Interstate 78,  Year Built: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 35,468 (year 2021),  Truck Traffic: 38%,  Average Future Daily Traffic: 44,209 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TRIB.MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.436,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 5238,  Location: SHARTLESVILLE ROAD (Lat: 40.482133,  Lng: -76.111172),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,961 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,667 (year 2032),  Design Load: HS 20,  Features Intersected: NORTHKILL CREEK,  Facility Carried by Structure: SR 4011(LR 06017)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.198,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47409,  Location: Northkill & S. Northkill (Lat: 40.509261,  Lng: -76.124889),  Route carried "on" structure: State highway ,  Year Built: 1922,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 909 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,424 (year 2039),  Design Load: H 20,  Features Intersected: Trib to Northkill Ck,  Facility Carried by Structure: OLD ROUTE 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.461,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47958,  Location: EAST OF SHARTLESVILLE (Lat: 40.507192,  Lng: -76.064678),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 75 (year 2013),  Average Future Daily Traffic: 100 (year 2023),  Design Load: HS 25 or greater,  Features Intersected: LESHER RUN,  Facility Carried by Structure: SKYLINE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 47959,  Location: EAST OF SHARTLESVILLE (Lat: 40.524878,  Lng: -76.062900),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 75 (year 2023),  Design Load: H 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: MILL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53511,  Location: Power Drive over I-78 (Lat: 40.506667,  Lng: -76.153333),  Route carried "on" structure: State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 199 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 323 (year 2031),  Design Load: HL 93,  Features Intersected: I-78,  Facility Carried by Structure: SR 4043
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53717,  Location: Shartlesville Exit (Lat: 40.515703,  Lng: -76.110894),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,710 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,523 (year 2032),  Design Load: HL 93,  Features Intersected: I-78 (LR 141),  Facility Carried by Structure: SR 4011 (LR 06017)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.935,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53719,  Location: Northkill Rd over I-78 (Lat: 40.511958,  Lng: -76.127764),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 475 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 226 (year 2032),  Design Load: HL 93,  Features Intersected: I-78 (LR 141),  Facility Carried by Structure: SR4045 (Northkill)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5589,  Location: 3 M. SW OF BERNE (Lat: 40.495661,  Lng: -76.051056),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 387 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 329 (year 2039),  Design Load: HL 93,  Features Intersected: LESHER RUN,  Facility Carried by Structure: SR 4015 (LR 06193)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.506,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020

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Structure Number: 4648,  Location: I-78 OVER SCHOOL HOUSE RD (Lat: 40.520425,  Lng: -76.095669),  Route carried "under" structure: City street T566,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: T-566(SCHOOL HOUSE ROAD),  Facility Carried by Structure: SR 78 (LR 141)
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 465,  Location: 2 MI.E.OF SHARTLESVILLE (Lat: 40.527094,  Lng: -76.078042),  Route carried "under" structure: Interstate 78,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 17,129 (year 2021),  Truck Traffic: 40%,  Features Intersected: SR 78 (LR141),  Facility Carried by Structure: SR4047(MILL RD.)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 26.012,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 465,  Location: 2 MI.E.OF SHARTLESVILLE (Lat: 40.527094,  Lng: -76.078042),  Route carried "under" structure: Interstate 78,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 18,339 (year 2021),  Truck Traffic: 35%,  Features Intersected: SR 78 (LR141),  Facility Carried by Structure: SR4047(MILL RD.)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 26.002,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 4652,  Location: I-78 OVER TILDEN RD. (Lat: 40.535706,  Lng: -76.054822),  Route carried "under" structure: City street T740,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: TWP.RD 740 (TILDEN RD.),  Facility Carried by Structure: SR 78 (LR 141)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 53511,  Location: Power Drive over I-78 (Lat: 40.506667,  Lng: -76.153333),  Route carried "under" structure: Interstate 78,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 18,761 (year 2022),  Truck Traffic: 34%,  Features Intersected: I-78,  Facility Carried by Structure: SR 4043
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 18.752,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 53511,  Location: Power Drive over I-78 (Lat: 40.506667,  Lng: -76.153333),  Route carried "under" structure: Interstate 78,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 17,535 (year 2022),  Truck Traffic: 36%,  Features Intersected: I-78,  Facility Carried by Structure: SR 4043
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 18.750,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 53717,  Location: Shartlesville Exit (Lat: 40.515703,  Lng: -76.110894),  Route carried "under" structure: Interstate 78,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 17,129 (year 2021),  Truck Traffic: 40%,  Features Intersected: I-78 (LR 141),  Facility Carried by Structure: SR 4011 (LR 06017)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 22.783,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53717,  Location: Shartlesville Exit (Lat: 40.515703,  Lng: -76.110894),  Route carried "under" structure: Interstate 78,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 18,339 (year 2021),  Truck Traffic: 35%,  Features Intersected: I-78 (LR 141),  Facility Carried by Structure: SR 4011 (LR 06017)
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 22.779,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53719,  Location: Northkill Rd over I-78 (Lat: 40.511958,  Lng: -76.127764),  Route carried "under" structure: Interstate 78,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 17,535 (year 2022),  Truck Traffic: 36%,  Features Intersected: I-78 (LR 141),  Facility Carried by Structure: SR4045 (Northkill)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 21.976,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 53719,  Location: Northkill Rd over I-78 (Lat: 40.511958,  Lng: -76.127764),  Route carried "under" structure: Interstate 78,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 18,761 (year 2022),  Truck Traffic: 34%,  Features Intersected: I-78 (LR 141),  Facility Carried by Structure: SR4045 (Northkill)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 21.977,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)